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T11N R3W SEC 14 PTN SW4 S2
Onsite File a Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191345 PID Number: 020-311-23 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name JARED & VICTORIA MURDOCK ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 19980 VILLAGES SCENIC PKWY ❑ other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 5.0 GPD/SF 1.5 Ft, LEGAL DESCRIPTION Depth to pipe invert from original grade 1.0 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot T11N R3W SEC 14 PTN SW4 S2 Fill added above original grade 1.5'+ Gravel length Township Range Section Ft, 30'+ Ft. Gravel width Beds: Number of Lines Distance between lines 5.0 Ft. SEPARATION DISTANCES TO Septic Absorption Holding Sewer Lift Station J Ft Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line I 150 Ftp Ft. Well j !! rJ' 0'+ I 50'+ 501+ 150'+ TANK ❑ Septic © S.T.E.P. ❑ Holding ❑ Other I Manufacturer Capacity GREER TANK 1500+1000 Gal. Surface Water 100'+ 1001+ 1001+ Material Number of compartments Lot Line 110.+ 10'+ 10.+ NA PLASTIC 2 Foundation*�'+ 10++ 10�+ I LIFT STATION Manufacturer Capacity Remarks 2 TANKS AND 2 PODS WI PUMP BASIN AnCh tank 250 Gal. *TANK OUTSIDE BLDG FOUNDATION BEARING Alarm location NORTH SIDE OF HOUSE Electrical installed by RP CONST, Installer PIPE MATERIAL House to tank Tank to 3034 drainfield 3034 NORTHERN EXCAVATION Drainfield 3034 C01MT3034 Inspector MIKE N ANDERSON, P.E. BENCH MARK (Assumed elevation) 100 ft Inspection t s1� 7/12/20 2� 7/15/20 Location and description 3,Q 4 t TOP OF MANHOLE ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: O' 41 '4 Date �p4; • 1 ,® � . • • '�' Ott •�� 49TH . ............. Septic Syste1,0^*. Approved m ; 4 MICHAEL N. ANDERSON100 ��✓}�;•, CE Dates �1 t94 Zt .•'ca�� ^-r' Note: this approval does not include well permit requirements. (Rev n5/nglIM Permit No. OSP191345 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: T12N, II SEC 14, PTN SW4 S2 MARK B C01 10 11 TC01 11 25 TCO2 15 30 CO2 16 31 CO3 16 31 _TC03 20 35 TCO 16 33 C04 \ _'340 C05 40 32 M T1 34 MT2 41 33 WELL \ /O I \ ADDITIONAL FILLED ADDED TO TH LOWER THE SLOPE TO <25% 35' MIN. FROM THE SYSTEM / EXTRA PIPES FOR BURIED ELECTRICAL CONDUITS \ CO2&3 PUMP BASI �Q�' MT2 AsC04�1 — /BENCH, TOP OF MH DUAL ADVANTEX PODS ASBUILT SCALE: 1"=50' PID No.: 020-311-23 NEW 1500 GALLON /TANK/ NEW 1000 GALLON P BOTTOM OF FOUNDATION ELEVATION 87.5 SEPTIC SECTION N.T.S. VAN � •. �s, X11 C)F 114 AW C�),• .. AW o' 49TH °• MICHAEL N. ANDERSON: L No. CE 9469 F�'X°•. 8-15-21 •''�SSSualft OWNER OF LAND: Jared & Victoria Murdock ADDRESS: LEGAL DESCRIPTION T11N R3W Sec 14 PTN SW4 S2 DATE: 8-26-19 PERMIT NUMBER: OSP191345 DATE OF ISSUE: 8-22-19 TAX IDENTIFICATION NUMBER 02031123000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary cable tool Depth of Well: 262' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44 feet Liner type 220' of 4.5" PVC Static Water Level: 45 feet Recovery Rate 6 ® gpm gph Method of Testing Air Well Intake Opening Type: ❑ open end ®open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 300lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ❑yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 2 6 6 29 29 37 37 89 89 126 126 141 141 180 180 204 204 262 Casing Stickup Broken Bedrock Bedrock Gray Bedrock Broken Yellow. .5 GPM Bedrock Green Hard Bedrock Gray Bedrock Gray w/ Quartz Bedrock Gray Fractured Bedrock Gray Bedrock Gray Fractured Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. DOG GO dba BILL & COLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.suilivanwaterwells.com Pump Installation L® Well Drilling Permit Number: SW OSP191345 Date of Issue 8-22-19 Parcel Identification Number: 02031123000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. GRq I/EI ROAD d / G < ROgO S 6g 5204 F 06 , \ h z=rnl.z7'�calq � / �-L=I6n.46IREcI � R=230.00' � ASBUILT CERTIFICATION I HEREBY CERTIFY THATT HAVE SURVEYED THE 11FREON OESC'RIBED PROPERTY, AND THAT NO ENCROAC'HMF_NI'S' EXIST, EXCEPT AS NOTED. EXCL USIONS IT 1S THE RESPONSIBILITY (JF THE OWNER OR BUILDER TO DETERMINE THE EXISTENCE OF ANY EASEMENT:S', C'OVENAN7S,OR RESTRICTIONS WHICH DO NOT'APPEAR ON THE RECORDED PLAT. UNDER NO CIRC UALSTANC'ES SHOULD ANY DATA HEREON BE 1,SED FOR EST,413LI.SHING BOUNDARYOR FENCE LINES. 49M fN� MATTT CROW v7vr , 11597-S ,•�.+� 13 Jun 2021 LEGAL DESCRIPTION PER RECORDED DEED DOC. 2079-014681-0: THE LAND REFERRED TO HEREIN LS SITUATED IN THE ANC'HORft GE RECORDING DISTRICT, THIRD JUDICIAL DISTRICT; STATE OFALASKAAND DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED WITHIN14, TOWNSHIP 11 NOR'T'H, RANGES N EST; THIRD JUDICIAL DISTRICT, SEW.tRD MERIDIAN, STATE OFALASK 1, MORE PART IC'ULARL Y DESCRIBED AS; CONIMENCIN(; A7' T HE SOUT II 1/16 CORNER COMMON TO SECTIONS 14 AND 15,.TO6VNSHIP 11 NORTH, RANGE 3 W&S7; SF.6V;ARD MERIDIAN, ALASKA; 7HENCE.S 56°11 '34"ALONG 7'HE SHOU7',FEVI ERLYBOUNDARY OF IWACT'20 OF THE PLAT OF'THE VILLAGES', AS SHOWN ONPLAT NO. 77-106, RE'CORDE. IN THE ANCHORAGERECORDING DISTRICT, 38034 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DF..SCRIPTION; T HENCE N 29°49' 48" E, ALONG 7'HE SOUT'HEAST'ERLY BOUNDARY OFSAID TRACT 20,570.84 FEET; - THENCE S 69°52'04" E, 142.05 FEET TO THE POINT OFA CURVE HAVINGA RADIUS OF 230.00 FEET; T HENCEALONG SAID CURVE CONCAVE TO T'HE SOUIHIVEJT ALONG ANARC LENGTH OF 100.46 FELT; THENCE S 33°48'26" VV NUV-RADIALLY FROM THE CURVE, 604.91 FEET; THENCE N56- W, 198.87 FEET TO THE TRUEPOINT OFBEGINNING. Alaska Construction Surveysof6ce.(Nn)34A->5o5 907 F Do,sf n Rd Suite 10 "�'§Cp 31'`` i U07 344A77, Anchorage. Alaska 99518 ®"fi c a�' Ema1L d.vkconalw,vcl�.an 1171R ? aevi oarvt� ANCnoreAe An --v;— / R,.vn,uun e.0 11.111 1 .n, 21.134"9 Awi u PRflTARLD FOR RIA 3.11 s"111. RP CONS' TRUC'TION - --- .avunna_i. nrncvn ASBUIL'T SURVEY MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP201434 Work Type: WellSeptic Renewal Tax Code Number: 02031123000 Site Legal Address: T11 N R3W SEC 14 PTN SW4 S2 G:3738 Site Mailing Address: 19980 VILLAGES SCENIC PKWY, Anchorage Owner: MURDOCK JARED & VICTORIA Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: Wrens 'S, 0%_ Department 10/14/2020 10/14/2021 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1. Ensure the well is drilled outside the 30 ft access easement along the northeast property line. 2. The fill required to maintain a maximum 25% slope for at least 35 ft down -gradient from the south end of the drainfield, as shown in the permit section drawing, shall be confirmed prior to inspection report approval. Received By: Issued By: 9 c� � SIti �o care_ I a > i o AA, to lKV40 l o v_\ cl Z o ,r\ . lbw`s are re red be ,.ie -the +Do 4 -a -N\\ S - 9 -mc- lbI1012,0?.0 Date: Date: 10 7 aa,2r� MUMCIPAUTY OF Development Services Department On -Site Water & Wastewater Section Parcel I.D. 020-311-23 ON-SITE SEPTIC/WELL PERMIT APPLICATION Property owner(s) MURDOCK Mailing address Site address 19980 Villages Scenic Pkwy Day phone Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T11 N R3W SEC 14 PTN SW4 S2 Lot Size 130,680 Sq. Ft. Number of Bedrooms 5 Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial F] Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex ElHolding (D) Tank ElRenewal nXMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 'P 17Y (W 11) -19 ) Waiver Fees: Date of Payment: 10/ 020 0 Receipt Number: 01(.o i 3S Permit No. OS f la 4 i g 3 q Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Oct 19, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic & well Permit (CO TO TWO TANKS) Legal: TI IN R3W SEC 14 PTN SW4 S2 To Whom it may concern: This is a request for a change order on the above permit. The tank design was revised for two tanks (1500 & 1000 gallons) due to depth. The single tank design wouldn't work for the design. The change order will not impact any of the neighboring lots. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Oct 13, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic & well Permit (permit renewal OSP 191345) Legal: T11N R3W SEC 14 PTN SW4 S2 To Whom it may concern: This is a request for a permit renewal on the above referenced permit. Nothing has changed on this permit and no well or septic system have been installed close to this site. The site slopes where the system will be installed were check by the MOA On-site inspector (Tim E.) and found to be within allowable limits. This renewal will not impact any of the neighboring lots. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Sa NO WELLS W17-14I N 200' 1 �° a � c� PROPOSED PROPOSED WELL W/ 50' DRAIN FIELD �t ���� \ RADIUS TEST HOLES BYi �6' GARNESS LLC RESERVE SITE IS TO REBUILD THE EXISTING TRENCH PROPOSED DRAIN FIELD 20" EXTERNALoc T PUMP BASIN % / / FOR BOTH UNITS // / �i T\i#1 DR Ve WV4 \\Y THE VILLAGES 1 T TRACT 20 `� VACANT �� '06 MIN. 10' i ¢Q BETWEEN TANK \ FCO �Q6 AND FIELD a� 2 _ (2) TANKS, 1500 & 1000 98 MAINTAIN 3:1 o GALLON ADVANTEX TANKS W/ 796 SLOPE 00 RISERS PLUS (2) PODS AN / AND EXTERNAL 20" DIA. PUMP -�gG 798 BASIN, TANK MUST BE >10' FROM THE HOUSE 788 Qat Ibb Septic Design Prepared for MURDOCK RESIDENCE ®®DF 4 T11 N RM, SECTION 14 PTN SW4 S2 �,.- '••;�y ®® Anchorage Alaska ' ° , q g LH`. Michael ® Anderson, P.E. DATE. 7/28/2019 ®.=.MICHAEL.N. ANDERSON. 4601 NATRONA AVE No. CE 9469Ar ANCHORAGE, ALASKA 99516 DRAWN: DJR ® 10/19/20 .•'''® (907) 345-3377 / FAX: (907) 345-1391 SCALE: 1 "=30' ®0®®®.• �SS��®®®®® ®���®oma®®®® MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite v l:}c paI!tment On -Site Water & Wastewater System Permit Permit Number: OSP191345 Effective Date: 8/22/2019 Work Type: WellSeptic Initial Expiration Date: 8/21/2020 Tax Code Number: 02031123000 Site Legal Address: T1 IN R3W SEC 14 PTN SW4 S2 G:3738 Site Mailing Address: Owner: MURDOCK JARED & VICTORIA Lot Size in Sq Ft: 130680 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 5 - --Mc This permit is for the construction of: Q Disposal Field D Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: i 1. Ensure the well is drilled outside the 30 ft access easement along the northeast property line. 2. The fill required to maintain a maximum 25% slope for at least 35 ft down -gradient from the south end of the drainfield, as shown in the permit section drawing, shall be confirmed prior to inspection report approval. CO ��iSe m �J- beckroom. --rzme 9/2� 1`I Received By: Issued By: Date: 3v Date: ZL I G Municipality d' Anchorage] 4 q `h..� i #� i./.,#�i � P.O. Box 196650 ® 4700 Elmore Road _Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section De pit rtine itt * * * * VA RIA NCE/WA.IVER REVIEW * * x * Waiver#: OSV191074 COSA#: Permit#:OSP191345 PID#: 020-311-23 Legal Description: T11 N RM Section 14 PTN SW4 S2 Engineer: Mike N. Anderson Applicant: Jared & Victoria Murdock Your request for a waiver of the requirement to install the absorption field parallel to slope contours has been approved. See engineer's section drawing for justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all code requirements be met or another approval from this department. ................................. Y...................................... a x K a M M 1 Waiver is Granted: X Waiver is not Granted: ab) ia C I`/( � JI Date: vl �� I I Approved by: 1 Name of Reviewer IN ■ ■ IN ■ ■ ■ IN ■ ■ ■ ■ ■ ■ ■ ■ ■ IN t ■ ■ ■ IN IN ■ ■ ■ ■ ■ ■ ■ IN ■ ■ ■ IN ■ ■ ■ IN IN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t ■ ■ ■ ■ ■ v ■ ■ ■ ■ ■ ■ ■ ■ IN ■ ■ ■ ■ I **** VARIAN C EMAIVE R REVIEW **** ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 020-311-23 Property owner(s) MURDOCK-_ Day phone Mailing address i 3 M 1 0 J o_r' V I br nn , I -ncC(( or, fli< 19 515 Site address Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T11 N R3W SEC 14 PTN SW4 S2 Lot Size 130,680 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial R Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex ❑ (D) Holding Tank ❑ Renewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ N234S6 THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: i I �Y c 1-1 {J�� d 1( Cu�1 0 5� an%, I I I certify that the above information is correct. I further certify that this is in with N applicable Municipal Codes. 6ordance 8 �a �957£Z� t (Signature of property owner or authorized agent) Permit/Rush Fees: P6 Date of Payment: yjo`7�3 Receipt Number: 1161(4Og33 Permit No. QcgA/g13(lUA-" Waiver Fees: 4 a a Date of Payment: Cl Receipt Number: a� 2 Waiver No. OSV AC)109 GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc August 22, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic & well Permit PLUS WAIVER (revised) Legal: Tl 1N R3W SEC 14 PTN SW4 S2 To Whom it may concern: This is a request for a septic/well permit on the above referenced lot. Two test holes were done by Garness LLC and one by myself. All of the test holes show shallow bedrock with no water in my test hole but water in test hole #2 of Garness LLC. The owner has requested we install the system in the backyard, therefore my test hole #1 will be used as the primary and Garness LLC test holes will be used as the secondary site. An Advantex system will be installed with an application rate of 4 gallons per day per square foot. Contours lines have been shown for the slope falling to the southwest. This proposed system will have no impacts to any of the neighboring properties. Due to the limited area available we are also requesting a waiver for installing the field perpendicular to the slope see attached section. An external pump basin is required due to the slopes. The slopes are shown on the site plan and the system will be installed perpendicular to the slopes, as stated above. Sincerely Michael N. Anderson, P E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 cot j September 23, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic & well Permit (CO TO 5 BEDROOMS) Legal: TI IN R3W SEC 14 PTN SW4 S2 To Whom it may concern: This is a request for a change order on the above permit. A application rate of 5 gallons per square foot has been designed which will not change the leach field, but two pods and a larger 10M tank have been shown on the plans. 2500 The change order will not impact any of the neighboring lots. Sincerely 4&4— Michael N I_ Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 DESIGN CRITERIA: 5BDRMX150=750 GPD SOILS = 750/5 = 150 GPD 150 GA/5 = 30' (1) TRENCH 1.5' DEEP 0.5' EFFECTIVE 5.0' WIDE 30' LONG 00-41 i (TH#1) N 1.0 ORG ' -1.0 1.5 GM I 5.0' 5.5 BEDROCK SEPTIC FIELD SECTION —MOUND OVER FILTER FABRIC & INSULATION 4.25"0 PIPE EWER ROCK \ \1 SC 2� EXISTING WELLS OVER PROPOSED 200' AWAY DRAINAGE FIELD PROPOSED HOUSE / \\ VACANT -------- / PROPOSED WELL / 50' RADIUS / PROPERTY LINE VACANT \ \ Septic Design Prepared for MURDOCK RESIDENCE T11 N RM, SECTION 14, PTN SW4 S2 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 7/28/2019 4601 NATRONA AVE DRAWN: DJR ANCHORAGE, ALASKA 99516 (907) 345-3377 / FAX: (907) 345-1391 SCALE: 1 "=200' VACANT �++++ OF '11111 Al ••`y TH �...... ......................... ♦♦ ::MICHAEL N. ANDERSON AT 1♦� ' No. CE 9459. V AV /1 SS\+�� NT VA, \ \ c No WELL W17-HIN 200, \ \� i /`%,,�..`--.�\�` \\� �\�\\`� _ - PROPOSED' PROPOSED RWELL AD US / 50' DRAIN FIELD TEST HOLES BY GARNESS LLC i �i �' ��,�•\\ }\\ \_,_..fix --1-~ .1 RESERVE SITE IS TO � �`.',`...,.,_ _. _---""" 1 /��./ \� REBUILD THE �` _ 1._..__�t, � � • /� ., , � ..\ \ EXISTING TRENCH -----__— Ili \ _-'----y "__._ • \�. \h. \I. \\ \\\ \ . •• \�\ I� PROPOSED DRAIN FIELD 20" EXTERNAL PUMP BASIN x rA T/ FOR BOTH UNITS 1 R11FE v d". THE VILLAGES I \ //� \ I"• ....� / \ \ \ TRACT 20 MT VACANT \\ --_- ------- J / , MIN. 10' / 6", BETWEEN TANK FCO�i u ............................. ..... IN AND FIELD b �Y 2A@1SGALLON ADVANTEX,, ............ MAINTAIN 3:1 �,/„ TANK W/ 20" RISERS PLUS ' .� 7 6 SLOPE _-.-. (2) PODS AND EXTERNAL ✓� 20" DIA. PUMP BASIN, TANK MUST BE >10' FROM THE HOUSE /r , 4 T y __... :.{ Septic Design Prepared for MURDOCK RESIDENCE ��.•�� OF .,�P•••••.........:�. T11 N RM, SECTION 14, PTN SW4 S2 r'• •• 9 �i Anchorage, Alaska ;` • 491d- ... `..' ....:: % .....::.. ...�................. Michael N. Anderson, P.E. DATE: 7/28/2019 ��`':MICHAEL N. ANDERSON 4601 NATRONA AVE ��� `• No.JE 9469 ANCHORAGE, ALASKA 99516 DRAWN: DJR .� (907) 345-3377 /FAX: (907) 345-1391 SCALE: 1 "=30' \p" (907) 25 PERCENT SLOPE LINE 2.5' ABOVE PIPE INVERT FILL REQUIRED FOR 3:1 SLOPE REQUIREMENT EXISTING GROUND ELEVATION 48.E B Septic Design Prepared for MURDOCK RESIDENCE MOA FILTER SAND BELO\ FIELD / T11 N RM, SECTION 14, PTN SW4 S2 Anchorage, Alaska 2.5' OF FILL OVER FIELD, TYP. PROPOSED FIELD W/ 0.6' OF EFFECTIVE FILTER ROCK AND 2" INSULATION ABOVE PROPOSED BEDROCK Michael N. Anderson, .E- DATE: 7/28/2019 4601 NATRONA AVE DRAWN: DJR ANCHORAGE, ALASKA 99516 (907) 345-3377 / FAX: (907) 345-1391 SCALE: 1 "=30' ♦ ®p® DFAw 1q®®®0 AV i49T 1 ......... ....... .......................0.'.....®..�.. o..........................................� ® ® :MICHAEL N. ANDERSON." AV ®®% . No. C 9 69 - AV 0®� ??f Af ° �'�® Municipality of Anchorage �I ° . •T?' Development Services Department `��°•® •:�� On -Site Water and Wastewater Section '0 '•"$ 4700 Elmore St. "49TH P.O. Box 196650 Anchorage, AK 99519-6650 �' ° ° ° ° ° ° ° • ° • e • www.muni.org/onsite " (907)343-7904°O°°°°•`°°°•••eee•e P VO MICHAEL N. ANDERSON CE - 9469 Soils Log - Percolation Test I��`;��,; �•`!?�/;:.•°��`��-� Performed For: /,4 k Y t0 I' ► V Date Performed: Legal Description: "7 /1 jq IL3 W r7 e r-* I q PT.4 Township, Range, Section: '67I� Slope 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS WAS GROUND WATER Date ENCOUNTERED? 7�(7 Depth to Water s IF YES, AT WHAT DEPTH? L Depth to Water After Monitoring? 0P f E Date: Z Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop 7 70 / , tin, (r L �/ fit PERCOLATION RATE -400 Z. (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 2 FT AND �7, FT PERFORMED BY: rIr A I CERTIFY THAT THIS TEST AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / 0 PPX. 100' WELL RAD' S 13\ w SEPTIC AREA --� --' T11 N, R3W, SEC 14 & 15 BOUND ON N. BY THE VILLAGES; TRACT 18 AND THE S. BY TRACT 20 THE VILLAGES; TRACT 20 VACANT T11N, R3W, SEC 14 S2S2SW4 VACANT VACANT VILLAGES VIEW ESTATES WEST; LOT 4 EXISTING TESTHOLE; APPROXIMATELY 4 FEET BELOW GRADE + + T.H.#2 PROPOSED HOME LOCA' GARNEE, IS G EE ING GROUP, Ltd ENGINEERING SALES, CONSULTING 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE. AK 99507' PHONE (907) 337-6179' FAX (907) 336-3246' WEBS ITE: w .aa messenalneedra.cam PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VICTORIA MURDOCK 404-683-7254 1 OF 1 PROJECT/LEGAL DESCRIPTION: DRAWN BY: T11 N, R3W, SEC 14, PTN, SW4, S2 PNB TYPE OF WORK: DATE: �, SITE PLAN 04/26/2019 VILLAGES VIEW ESTATES TRACTS TRACT B VACANT N SCALE: 77 100' .........�49iH �:.. �.:.... 0, II.�... ..1°........� , o J@ r? AGarness s ;>� ## LICENSE ®®"ROFrESWok* "~®®OO #AECC884 GARNESS ENGINEERING GROUP, Ltd 3707E TUDOR ROAD. SUITE tot ' ANCHORAGE, AX 99507 -PHONE t907)337,6179' FAX (907) 3]8.37x5' K£BSITE: vvw.gamessengneenn9 mm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T11N R3W SECTION 14 PTN SW4 S2 PERFORMED FOR: VICTORIA MURDOCK DATE: 4/24/2019 DEPTH _ (feet} ORG TEST HOLE #1 1 [_--� 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BEDROCK SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE DRY 4/24/2019 DRY 4/25/2019 DRY 5/1/2019 12:23 - 6" - 2 12:33 NNWwo • 5" 11111111 12:33 1 - 6" - 4 12:43 10 1.75" 4,25" 5 12:43 DEPTH TO GROUNDWATER DATE DRY 4/24/2019 DRY 4/25/2019 DRY 5/1/2019 12:23 - . 9 tt ..... r� ... ...................':..... IfY�P o ... ' 80 rey Aarness tt c>,il CE -7953 / Al t®�F•pF; •• ate` :..,(�i�,�' 4W LICENSE LICENSE®� ®y�A�s�,���0�'�®� SITE PLAN �e �O G� GJ��iP N SCALE: 1 " = 100• DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/25/2019 1 12:23 - 6" - 2 12:33 10 1" 5" 3 12:33 1 - 6" - 4 12:43 10 1.75" 4,25" 5 12:43 6" - 6 12:53 10 1.75' 4.25" 7 12:53 - 6" - 8 1:03 10 1.75' 4.25' 9 1:03 - 6" - 10 1:13 10 1 1.75" 4.25' 11 1:13 - 6" - 12 1:23 10 1.75' 4.25' 19 PERCOLATION RATE 7 (MIN./INCH) FERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 10 NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WASE FIRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: T 7 ��"t.iuwnrcu unit tut'nnt;nuWlGE, nK 99507•PHONE(907)337+179-FAX (907) 335.3246-WUSITE'w gamcss engine enngccin SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T11N R3W SEC PTN SW4 S2 PERFORMED FOR: VICTORIA MURDOCK DATE: 4/24/2019 DEPTH (feet) ORG TEST HOLE #2 1 . a 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE MSOIL 4/24/2019 CLASSIFICATIONS 4/25/2019 4.8' 5/1/2019 6" - 2 12:37 10 r 5.5" 3 12:37 - 6" OGW RG 12:47 NG 1.75" 4.25" 5 12:48 - 111111111ML 6 N M 2" 4" IIIII11 12:58 - CL - 8 1:08 10 2" 4" GC11NN 1:08 - • - M MSWIIIIIIiIIMH 1 10 1 2" 4" 11 1:18 1 - 6" - r r 10 2" 4" - CH OH • r Y N SC a 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 7' 4/24/2019 5' 4/25/2019 4.8' 5/1/2019 6" - SITE PLAN �o Gl N SCALE: 1"=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/24/2019 1 12:27 - 6" - 2 12:37 10 0.5 5.5" 3 12:37 - 6" 4 12:47 10 1.75" 4.25" 5 12:48 - 6" 6 12:58 10 2" 4" 7 12:58 - 6" - 8 1:08 10 2" 4" 9 1:08 - 6" - 10 1:18 1 10 1 2" 4" 11 1:18 1 - 6" - 12 1:28 10 2" 4" 19 PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES IM NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH, PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOVtED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 2 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of_ of 20, by and between V, uAce, herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Q located at (legal description) 2. Maintenance. Repairs and Alterations. (Owner is required to read, understand and initial each section) ""Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). N/W - Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 - Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. '\/V*" -Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. N( , Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. `"Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. N/V***,Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: tore) Date: 22 N%c C", furl w Ml tfyy�L(print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT 1 The foregoing instrument was acknowledged before me this LAay of . 20A, by V c_k `s>s?� "Official sear :w. Notary Public NOTAR LIC F R ALASKA K. Kwan stat of #Mska My COm1T11 n e es: U 1 „ 2�, • - \ comm�..anrl�o�2�o+�r ao+n3naa� MUNICIP A L ITY: � By: R6=�-,: ' �lA (signature) py-, -cc-c` CAA^ro �L (print name) Date: Title: (rev. 05/18/2018) Page 3 of 3 DEED LOT — BOOK 357, PAGE 457 \ \ \ GRAm Raw II i �R. �� . I y(uGEs 3% \ A, 9•o PgR/TK,gYfNic \ \\ c. 9,• ON, \ \\\ `9 "69. 040 \\\ N ...e. \\ b .30.3 ;:: W" T4..S. . N ,a' I 4ea . ` ' ipP1 R,\'100./R;Cy SO'ACCESS CASEMENT PG.549) n 4r Po 20 �: o J97 ? I' 4� 4a �, 6. a44 \\ #6416, lla • 'JJ • 7. e:. _� 94-47.�9• 602 ''Q,'• O a Mne 1 a / 796 BUILDING DETAIL 8 SCALE: 1-.4.20* hie o. y :,e. ry0' h x9 4Y CORRECTED STATUTORY WARRANTY DEED 1" � y' >> COMMENCING AT THE S 1/16 CORNER COMMON TO SECTIONS 15 AND 14, TOWNSHIP 11 NORTH,RANGE 3 WEST.SEWARD MERIDIAN.ALASKA: THENCE S 56°11'34'E ALONG THE SOUTH-WESTERLY BOUNDARY OF TRACT 20 OF THE PLAT OF THE VILLAGES,AS SHOWN ON PLAT NO. 77-106.RECORDED IN THE ANCHORAGE RECORDING DISTRICT.380.34 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE N 29.49'48"E.ALONG THE SOUTH-EASTERLY BOUNDARY OF TRACT 20. 570.84 FEET; THENCE S 69°52'04"E. 142.05 FEET TO THE POINT OF A CURVE HAVING A RADIUS OF 230.00 FEET; THENCE ALONG SAID CURVE CONCAVE TO THE SOUTHWEST ALONG AN ARC LENGTH OF 100.46 FEET; THENCE S 33.48'26"w.NON-RADIALLY FROM THE CURVE.604.91 FEET; 6,6'• POINT OF BEGINNING THENCE N 56.11'34"W. 198.87 FEET TO THE TRUE POINT OF BEGINNING.AND CONTAINING 3.00 ACRES.MORE OR LESS.ALL SITUATED WITHIN THE SE 1/4, SECTION 14.T 11 N,R 3 W, SEWARD MERIDIAN.ALASKA. THIS DEED IS MADE PURSUANT TO AS 34.15.030 AND INCORPORATES BY REFERENCE THE WARRANTIES DESCRIBED IN SAID STATUTE. 4'56. THE PURPOSE OF THIS CORRECTION DEED IS TO CORRECT THE PROPERTY ,,:7.1k DESCRIPTION CONTAINED IN THAT DEED RECORDED IN BOOK 333 AT PAGE 28. ,986. LEGEND B FOUND 2"ALCAP A FOUND NAIL IN ROCK 430. SET 5/8"X 30"REBAR WITH YELLOW PLASTIC CAP STAMPED"LS-6091" NOTE: ELEVATIONS BASED CIA MOA AERUL TOPO. PLOT PL AN I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT GASTALDI LAND THE PROPOSED IMPROVEMENTS AND DRAINAGE I „N•IBR. SURVEYING. LLC PATTERNS ARE AS SHOWN HEREON. IT IS THE 4�•� OF A( 4, JEFF A.GASTALDI.R.L.S. 49 P.. ,3'.• 2000 E.00„4.0,m..00wU .,SUITE B RESPONSIBILITY OF THE OWNER.PRIOR TO •A,; •'..1. • ANCHORAGE.ALASKA 99507 CONSTRUCTION,TO VERIFY THE PROPOSED -*J'49TH • PHONE 248-5454 BUILDING LOCATION ON LOT.BUILDING '91/ GRID DATE DIMENSIONS GRADE AND UTILITY CONNECTIONS47..,`f°;t is G T Sw3738 7/8/2019 AND TO DETERMINE THE EXISTENCE OF ANY `°��5 6osi u� EASEMENTS,COVENANTS,OR RESTRICTIONS •...•T.••• i°!T01p...ey p4, F.8. JOB NO. WHICH DO NOT APPEAR ON THE RECORDED VSPTR21 SUBDIVISION PLAT. •440•\\\....